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Prediction of prestraining effect on fracture toughness of high strength structural steel by local approach

机译:用局部方法预测高强度结构钢的预应变对断裂韧性的影响

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摘要

In the present study, the tension and fracture toughness tests on high strength structural steel of Q420 were carried out in different conditions of non-prestraining and prestraining. The results indicated that the prestrain increased the yield stress and tensile strength, but decreased the fracture toughness. Meanwhile, the local parameters m and ó_u controlling the brittle fracture were obtained using finite element method (FEM) analysis. Based on the Weibull stress fracture criterion, the prestraining effect on the fracture toughness was predicted from fracture toughness results of the virgin material by the local approach. The prediction was in good agreement with the experimental results. It certified that the critical Weibull stress obeys the two-parameter Weibull distribution in the local approach, and the fracture behaviour of the material with prestrain can be characterised well by the local approach.
机译:在本研究中,对Q420高强度结构钢在不同的非预应力和预应力条件下进行了拉伸和断裂韧性测试。结果表明,预应变增加了屈服应力和拉伸强度,但降低了断裂韧性。同时,利用有限元方法(FEM)分析获得了控制脆性断裂的局部参数m和ó_u。根据威布尔应力断裂准则,通过局部方法从原始材料的断裂韧性结果预测了对断裂韧性的预应变效果。该预测与实验结果吻合良好。证明了临界Weibull应力在局部进场时服从两参数的Weibull分布,并且具有预应变的材料的断裂行为可以通过局部进场很好地表征。

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